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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Sep 2024
Closing Date4 Oct 2024
Tender Amount₹ 20,54,00,000
Costs
EMD
₹ 30,81,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Road Emerging From Nh-24 Sonauli Nautanwa
Description
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Contact
Tender Id
2024_CEGKP_952549_2Bid Award Id
ViewTender No
5463/135C-Gorakhpur Circle/2024 Dated 20-08-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
5211
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Removal of unserviceable soil including excavation, loading and disposal upto 10 Km lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.As per MoRT&H Specification & Clause . No.301, 3.11 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
2084
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
10452
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Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table
300-2..as per MORT&H Specification & Clause No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
3127
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. as per MORT&H Specification & Clause No.401 (B), 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
1351
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406 (A), 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
1296
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Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% Hincol emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406 (A), 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
1260
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Providing and laying dense graded bituminous macadam (Garde-2) with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification & clause No. 505 (B), 5.04 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
630
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Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503 (i), 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
12600
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Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction. as per MORTH specification & clause No. 507(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
378
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Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. As per PWD SOR GKP Chhapter-20 SI No New Item-1 (Including Labour Cess & GST will paid extra as applicable)
2160
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with with approved material (with de-watering)As per MoRT&H Specification & Clause No. 304(B-i), 9.01. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert, RCC Drain. RCC Duct & KC Drain)
15814.4
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 Case I PCC Grade M15 using batching plant & Transit Mixer As per MoRT&H Specification & Clause No. 1500,1700 & 2100, A (Case-ii) 9.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert)
25
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M-25 Reinforced cement concrete in box culvert complete as per Drawing and Technical Specification using batching plant transit mixer & Concrete pump As per MoRT&H Specification & Clause No. 1500,1700 & 2100 (E) (Case- II), 9.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert)
380
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Supplying, fitting and placing HYSD bar reinforcement in sub/ super-structure complete as per drawing and technical specifications As per MoRT&H Specification & Clause No. 1600, 9.07 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert)
35
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Plain cement concrete M-20 In culvert complete as per Drawing and Technical Specification using batching plant transit mixer & Manual Placing. As per MoRT&H Specification & Clause No. 1500,1700 & 2100 B (Case-ii) 9.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert)
140
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Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie roads, gratings etc. (when not included in an over all rates) wrought to required form, including of supply of steel, boalts nuts and wastage etc. and there fixing required for proper completion of work. but of fabrication of hold fast nosing hold fast. As per PWD SOR GKP SI No. 502(a) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for Box culvert)
5
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MoRT&H Specification & Clause No. 9.03 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for RCC Drain, RCC DUCT & KC Drain)
750
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Furnishing and Placing plane cement concrete M-20 grade in Sub Structure Using Batching Plant Trasit Micture & Concret Pump as per drawing and Technical Specification.As per MoRT&H Specification & Clause No. 1500,1700 & 2100, C (Case-ii) 12.08 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)(for RCC Drain, RCC DUCT & KC Drain)
5650.5
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Supplying, fitting and placing HYSD bar reinforcement in foundation /sub-structure complete as per drawing and technical specifications As per MoRT&H Specification & Clause No. 1600, 12.42 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (for RCC Drain & RCC DUCT)
550.5
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Providing weep holes with 150 mm dia PVC pipe as per PWD GKP Material Rate (Including Labour Cess & GST will paid extra as applicable) (For RCC Drain)
1440
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Add Angle/Flat Steel Iron for Placing Utitlity Angle Iron 63x63x6 mm @6 kg/m (Including Labour Cess & GST will paid extra as applicable) (for RCC DUCT)
21450
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Add Angle/Flat Steel Iron for Placing Utitlity Flat Iron width 40 mm& 6 mm thick @1.9kg/m (Including Labour Cess & GST will paid extra as applicable) (for RCC DUCT)
10870
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Add Angle/Flat Steel Iron for Placing Utitlity Nut Bolt For fixing Angle Iron (Including Labour Cess & GST will paid extra as applicable) (for RCC DUCT)
2130
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Electric Light on Octogonal Victoriam Pole Both Side of Road @25 mtr center to center.:- Supply & fixing of 9 mtr C.I Octagonal Victorian Pole with C.I base antique copper outer colour of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikess with Double arm bracket (1 Mtr length each) on RCC foundation including the cost of foundation, foundation bolts excavation & back filling and Required T&P complete in all respect weight 180 kg.
144
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Supply and fixing of LED street light fitting with mandatory driver set having die cast aluminium body and lenses suitable for 140 Watt to 150 Watt and confirming to IP66 protection having company LOGO engraved complete in all respect including labour CAT-AAA as per P.S.No.1425
288
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S/F of 2 no. SPMCB for controlling of street light, including cost of din mounting rail, connecting streep, earth link etc.complete in all respect.
144
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Making connection of each street light fitting by S/L 2.5 sqmm 3 core flexible copper cable from pole busbar box to street light fitting.as per P.S.No.289(p)
288
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Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer Gl pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to JOO micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 Gl. strip will be extra) Make: As approved in U.P. P. W.D., & C.P.R.I. Certified.as per P.S.No.725(a)
144
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S/L of 25mm x 3mm Gl strip as per P.S.No.716
1526.57
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Numbering of pole by letter writing (number named, agency, UPPWD) with cost ofpaint & needed T & P
145
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of75 mm. thick sandall around and protected with bunt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.(25 Sqmm x 31/2 core cable) as per P.S.No.501(j)
4833.43
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of75 mm. thick sandall around and protected with bunt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.(150 Sqmm x 31/2% core cable) as per P.S.No.501(p)
114.17
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of75 mm. thick sandall around and protected with bunt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.(300 Sqmm x 31/2% core cable) as per P.S.No.501(s)
2284.72
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S/F of Brass Nikil plated compression gland as ( 25 Sqmm x 31/2'/core cable) as per P.S.No.503(j)
20
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S/F of Brass Nikil plated compression gland as(150 Sqmm x 31/2/core cable) as per P.S.No.503(p)
9
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S/F of Brass Nikil plated compression gland as (300 Sqmm x 34core cable) as per P.S.No.503(s)
4
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S/F of plain or pin type copper tin plated cable socket (Lugs) (16 Sqmm) as per P.S.No.504(d)
508
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S/F of plain or pin type copper tin plated cable socket (Lugs) (25 Sqmm) as per P.S.No.504(e)
1140
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S/F of plain or pin type copper tin plated cable socket (Lugs) (70 Sqmm) as per P.S.No.504(h)
3
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S/F of plain or pin type copper tin plated cable socket (Lugs) (150 sqmm) as per P.S.No.504(k)
15
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S/F of plain or pin type copper tin plated cable socket (Lugs) (300 sqmm) as per P.S.No.504(n)
22
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S/F of Main feeder pillar with over voltage and under voltage relay with auto resetting manufactured using 1.9/1.6 mm thick CRCA Sheet steel with powder coated paint double door with canopy base channe Iwith cable gland entry from bottom for cable using suitable alluminiwn busbar with provision of incoming & outgoing MCCB of L&T /Schneider/GE/ABB make installation of feeder pillar ofsuitable c.c foundation (All MCCB to be Rotatory handle type) INCOMING-200A 4Pole MCCB-1 NO. OUTGOING-63A 4Pole MCCB-3 Nos as per P.S.No.812B(ii)
2
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S/F of Sub feeder pillar with over voltage and under voltage relaywith auto resetting manufactured using 1.9/1.6 mm thick CRCA Sheet steel with powdet coated paint double door with cariopy base channel with cable gland entry from bottom for cable using suitable alluminium busbar with provision of incoming & outgoing MCCB ofL&T /Schneider/MDS/GE/ABB make installation of feeder pillar ofsuitable c.c foundation (All MCCB to be Rotatory handle type) INCOMING- 100A 4Pole MCCB-1 NO OUT GOING-63A 4Pole MCCB-1 No, 32A 4Pole MCCB-2NO as per P.S.No.811C(ii)
4
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Making suitable arangement in feeder pillar for Automatic Operation of Lights. The system shall be designed as per the load requirement of lighting load and shall be suitable for operation during the year on different time frame as per astronomical conditions. the system shall be completed in all respect and shall consist of following:- 1- Contractor 40A TP, 230VA4C-1 No. 2- Astronomical time switch 2 channel - 1 No
3- Auto/Manual selector switch - I No
4- On/Off push button for manual operation-2Nos
5- O/Off indicating lights - 2 Nos
6- Power Terminal - 4 Nos.
7 - Power Wiring 8- Control Wiring
2
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S/Laying of 4 dia Gl Pipe B-Class
225.99
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Charges for Cutting of footpath including rent of T&P needed and disposal ofrubbish material for away from site and dumping area (Size 1.5mX 1mX0.50m)
483.19
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Charges for repairing of footpath with cost of material cement sand & rent of T&P and painting in original surface
483.19
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Labour charges for cutting of road 50cm below ground surface and laying of MS pipe with cushion ofgrit and cement mortar
228.49
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Labour charges for repairing of road by mixing grit & tarcoal and filling the propper patch with cost oftarcoal & grit
50.22
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Labour charges for Laying of Cable by Horizenta! Drilling Machine as required at site
278.57
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Hazards Sign (60cm0x45cm) Rectangular
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV Retro Reflective sheeting fixed over 2mm aluminium shting vide clause 801.3, 3mm@4mm thick Aluminum composit material sheet depending on the size of the sign fixed over back support frame of min 24x25x3mm angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing As per MoRT&H Specification & Clause No. 8.04 (801A) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
4
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Center Line Edge Line (Thermo Plastic Paint)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. including cost of all material labour T&P etc required for proper completion of work as directed by E/I. As per MoRT&H Specification & Clause No. 803 (8.13) complete. (Including Labour Cess & GST will paid extra as applicable)
415
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TRAFFIC SIGNS - Mandatory/Regulatory Sign 90cm circular Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV Retro Reflective sheeting fixed over 2mm aluminium shting vide clause 801.3, 3mm@4mm thick Aluminum composit material sheet depending on the size of the sign fixed over back support frame of min 24x25x3mm angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing As per MoRT&H Specification & Clause No. 8.04 (801A) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
2
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TRAFFIC SIGNS -Cautionary/Warning Sign 120cm Equilateral Triangle Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV Retro Reflective sheeting fixed over 2mm aluminium shting vide clause 801.3, 3mm@4mm thick Aluminum composit material sheet depending on the size of the sign fixed over back support frame of min 24x25x3mm angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing As per MoRT&H Specification & Clause No. 8.04 (801A) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
3
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Maintenance of 5 year total construction cost 1st year Maintenance cost @ Zero percent & for 2nd year @ 0.25%
1
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For 3rd year @ 0.50%
1
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For 4th year @ 0.75%
1
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For 5th year @ 1.00%
1
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